In this study, we conducted a shake table test to verify the seismic performance of the paneling system with steel truss composed of bolt connections. The control group was set to the traditional paneling system with steel truss connected by spot welding method. Test results showed that the bolted connection type paneling system has excellent deformation capacity without cracking or brittle fracture of the steel truss connection parts compared to the welding type paneling system. Furthermore, in the bolted connection type, slight damage occurred at the time of occurrence of the same story drift angle as compared with the existing method, it is considered that it has excellent seismic performance. In compliance with the performance-based design recommended for the current code (ASCE 41-13) on non-structural components, it is judged that in the case of the bolted connection type paneling system, it can be applied to all risk category structures without restriction. However, in the case of traditional paneling system with spot welding method, it is considered that it can be applied limitedly.

1. 서 론
 2. 커튼월의 내진설계
  2.1 현행 국내기준
  2.2 성능수준에 따른 손상평가
 3. 실험계획 및 방법
  3.1 실험계획
  3.2 실험방법
 4. 실험결과
  4.1 입･출력 가속도
  4.2 가속도 레벨에 따른 피해상황
  4.3 작용 수평하중
  4.4 응답층간변형각에 따른 손상분석
  4.5 성능수준을 고려한 적용가능범위
 5. 결 론
 감사의 글
 REFERENCES

• 오상훈(부산대학교 건설융합학부) | Oh, Sang Hoon
• 박종원(포항산업과학연구원) | Park, Jong Won
• 박해용(부산대학교 지진방재연구센터) | Park, Hae Yong Corresponding Author